E2-09/ (IFC [B] )

Transcription

1 Code Technology Committee 2010 Final Action Agenda The following are code changes and public comments to be considered at the 2010 Dallas Final Action Hearings that are related to the CTC Area of Study noted above. E2 Page 1 E4 - Page 2 E5 - Page 3 E6 - Page 36 E108 Page 40 E2-09/ (IFC [B] ) Proposed Change as Submitted Proponent: Gregory R. Keith, Professional heuristic Development, representing The Boeing Company Revise as follows: (IFC [B] ) Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein. CORRIDOR. An enclosed exit access component that defines and provides a path of egress travel to an exit. Reason: The current definition of CORRIDOR is somewhat misleading. Obviously, there are two types of corridors: Fire-resistance rated and nonfire-resistance rated. Section states, Fire-resistance-rated corridors shall be continuous from the point of entry to an exit This provision supports the philosophy that once a given level of protection is achieved, such level of protection shall not be reduced until arrival at the exit discharge. With the non-fire-resistance rated corridor, however, there is no inherent level of protection. It is not uncommon in building design for non-rated corridors to connect open office areas without leading to an exit. The proposed language will correlate with the definition of aisle in declaring that unprotected exit access components provide a path of egress travel, but not necessarily directly to an exit. This proposal eliminates potential confusion created by the current definition and lets the technical requirements of Section stand on their own merit. Approval of this proposal will resolve a potential conflict in stated intent for commonly used corridor provisions. Cost Impact: The code change proposal will not increase the cost of construction. ICCFILENAME:Keith-E Corridor Public Hearing Results Committee Action: Disapproved Committee Reason: The change in the definition could cause confusion for applications for fire-resistance-rated corridors. The entire chapter should be investigated for possible consequences. Assembly Action: None Individual Consideration Agenda This item is on the agenda for individual consideration because a public comment was submitted. Public Comment: Gregory Keith, Professional heuristic Development, representing The Boeing Company, requests Approval as Submitted. Commenter=s Reason: Disapproval of Item E2-09/10 by the ICC Means of Egress Code Committee demonstrates the need for clarification of this very subtle provision. A corridor is defined in Section as, An enclosed exit access component that defines and provides a path of egress travel to an exit. Essentially, there are two types of corridors. Based on a number of variables shown at Table , a corridor may be of either fire-resistance rated or nonfire-resistance rated construction. Corridors and aisles are the two most commonly used exit access components. An aisle is defined in Section as, An unenclosed exit access component that defines and provides a path of egress travel. Aisles are obviously a non-rated means of egress component and may or may not lead directly to an exit. Accordingly, that requirement is not stated in the definition of aisle. Page 1 of 45

2 The continuity requirements for corridors are specified in Section That section states, Fire-resistance-rated corridors shall be continuous from the point of entry to an exit, and shall not be interrupted by intervening rooms. If all corridors were required to be of fire-resistance rated construction, the definition of corridor would be accurate. Section implies, however, that non-fire-resistance rated corridors need not lead to an exit and may be interrupted by intervening rooms. This is consistent with the usage and requirements for aisles. There is no technical or philosophical reason for a non-rated corridor with unprotected openings to be held to the same design standard as a fire-resistance rated corridor. Section properly makes that distinction; however, the definition of corridor at Section does not. Section 1018 contains no requirement for non-fire-resistance rated corridors to be continuous to an exit. Although definitions are not intended to include technical requirements, the current reference to an exit in the definition could be regarded as an implied or de facto requirement. The proposed language will correlate with the definition of aisle in declaring that unprotected exit access components shall provide a path of egress travel, but not necessarily directly to an exit. This proposal eliminates potential confusion created by the current definition and lets the technical requirements of Section stand on their own merit. Approval of this proposal will resolve a potential conflict in stated intent for a commonly used means of egress component. Final Action: AS AM AMPC D E4-09/ (IFC [B] ) Proposed Change as Submitted Proponent: Gregory R. Keith, Professional heuristic Development, representing The Boeing Company Revise as follows: (IFC [B] ) Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein. EXIT. That portion of a means of egress system which is separated from other interior spaces of a building or structure by fire-resistance-rated construction and opening protectives as required to provide a protected path of egress travel between the exit access and the exit discharge or public way. Exits components include exterior exit doors at the level of exit discharge, vertical exit enclosures, exit passageways, horizontal exits, exterior exit stairways, and exterior exit ramps and horizontal exits. Reason: The current definition of EXIT contains several technical inaccuracies. It contains some absolute information that is not necessarily applicable to all exit components. Obviously, exterior exit stairways and exterior exit ramps are not interior spaces nor are they necessarily constructed of fire-resistance rated construction and opening protectives. Accordingly, this specific language has been removed from the definition. This proposal also acknowledges that some exit components (i.e. an exterior exit door at the level of discharge) may lead directly to the public way. The term exit component was added to the definition of exit so as to be consistent with numerous other means of egress provisions. (Please see the definition of EXIT ENCLOSURE and EXIT PASSAGEWAY. ) Additionally, the title of Section 1022 was changed from vertical exit enclosures to exit enclosures in the 2009 Edition of the IBC. The term vertical has been removed from the proposed definition so as to be consistent with current terminology. The definition of EXIT is fundamental to proper means of egress system design. It is imperative that it be informative and precise. The proposed language will eliminate confusion and misunderstanding as to what the IBC intends. Cost Impact: The code change proposal will not increase the cost of construction. ICCFILENAME:Keith-E Exit Public Hearing Results Committee Action: Disapproved Committee Reason: Adding the or public way is confusing when the exit is not directly on a street or public sidewalk. It appears to eliminate the exit discharge component of the means of egress system. Assembly Action: None Individual Consideration Agenda This item is on the agenda for individual consideration because a public comment was submitted. Public Comment: Paul K. Heilstedt, PE, Hon. AIA, Chair, representing ICC Code Technology Committee (CTC), requests Approval as Modified by this Public Comment. Modify the proposal as follows: EXIT. That portion of a means of egress system between the exit access and the exit discharge or public way. Exit components include exterior exit doors at the level of exit discharge, exit enclosures interior exit stairways, interior exit ramps, exit passageways, horizontal exits, exterior exit stairways and exterior exit ramps. Page 2 of 45

3 Commenter=s Reason: The CTC agrees with the intent of E4 that the reference to public way is a correct reference for exits that discharge directly to a public way and that when the exit discharges directly to a public way there does not need to be an exit discharge component in the means of egress system. The modification is to coordinate E4-09/10 with change E5-09/10. Since the intent of the proposed modification to E4-09/10 is to coordinate with E5-09/10, if E5-09/10 is approved we would urge ICC staff to place E-4 after E-5 in the hearing order. Final Action: AS AM AMPC D E5-09/10, Part I 403, 408, 410, 414, 415, 705, 707, 708, 709, 712, 715, 716, 803, 804, [F]909, 1002, 1006, 1007, 1009, 1010, 1015, 1016, 1021, 1022, 1023, 1024, 1025, 1026, 1027, 1028, 1110, 2606, 3007, 3008; (IFC 909, , [B]1002, [B]1006, [B]1007, [B]1009, [B]1010, [B]1015, [B]1016, [B]1021, [B]1022, [B]1023, [B]1024, [B]1025, [B]1026, [B]1027, [B]1028, , ); (IMC [F] 513.5) Proposed Change as Submitted Proponent: Paul K. Heilstedt, PE, FAIA, Chair, representing ICC Code Technology Committee (CTC) PART I IBC MEANS OF EGRESS Revise as follows: SECTION 1002 (IFC [B] 1002) DEFINITIONS (IFC [B] ) Definitions. The following words and terms shall, for the purposes of this chapter and as used elsewhere in this code, have the meanings shown herein.exit. That portion of a means of egress system which is separated from other interior spaces of a building or structure by fire-resistance-rated construction and opening protectives as required to provide a protected path of egress travel between the exit access and the exit discharge. Exits components include exterior exit doors at the level of exit discharge, vertical exit enclosures interior exit stairways, interior exit ramps, exit passageways, horizontal exits, exterior exit stairways, and exterior exit ramps and horizontal exits. EXIT ACCESS DOORWAY. A door or access point along the path of egress travel from an occupied room, area or space where the path of egress enters an intervening room, corridor, unenclosed exit access stair or unenclosed exit access ramp. EXIT ACCESS RAMP. An interior ramp that is not a required interior exit ramp. EXIT ACCESS STAIRWAY. An interior stairway that is not a required interior exit stairway. EXIT ENCLOSURE. An exit component that is separated from other interior spaces of a building or structure by fireresistance-rated construction and opening protectives, and provides for a protected path of egress travel in a vertical or horizontal direction to the exit discharge or the public way. INTERIOR EXIT RAMP. An exit component that serves to meet one or more means of egress design requirements, such as required number of exits or exit access travel distance, and provides for a protected path of egress travel to the exit discharge or public way. INTERIOR EXIT STAIRWAY. An exit component that serves to meet one or more means of egress design requirements, such as required number of exits or exit access travel distance, and provides for a protected path of egress travel to the exit discharge or public way. SECTION 1009 (IFC [B] 1009) STAIRWAYS (IFC [B] )General. Stairways serving occupied portions of a building shall comply with the requirements of this section (IFC [B] ) Interior exit stairways. Interior exit stairways shall lead directly to the exterior of the building Page 3 of 45

4 or shall be extended to the exterior of the building with an exit passageway conforming to the requirements of Section 1023, except as permitted in Section (IFC [B] ) Where required. Interior exit stairways shall be included, as necessary, to meet one or more means of egress design requirements, such as required number of exits or exit access travel distance (IFC [B] ) Enclosure. All interior exit stairways shall be enclosed in accordance with the provisions of Section (IFC [B] ) Exit access stairways. Floor openings between stories created by exit access stairways shall be enclosed. 1. In other than Group I-2 and I-3 occupancies, exit access stairways that serve, or atmospherically communicate between, only two stories, are not required to be enclosed. 2. Exit access stairways serving and contained within a single residential dwelling unit or sleeping unit in Group R-1, R-2 or R-3 occupancies are not required to be enclosed. 3. In buildings with only Group B or M occupancies, exit access stairway openings are not required to be enclosed provided that the building is equipped throughout with an automatic sprinkler system in accordance with Section , the area of the floor opening between stories does not exceed twice the horizontal projected area of the exit access stairway, and the opening is protected by a draft curtain and closely spaced sprinklers in accordance with NFPA In other than Groups B and M occupancies, exit access stairway openings are not required to be enclosed provided that the building is equipped throughout with an automatic sprinkler system in accordance with Section , the floor opening does not connect more than four stories, the area of the floor opening between stories does not exceed twice the horizontal projected area of the exit access stairway, and the opening is protected by a draft curtain and closely spaced sprinklers in accordance with NFPA Exit access stairways within an atrium complying with the provisions of Section 404 are not required to be enclosed. 6. Exit access stairways and ramps in open parking garages that serve only the parking garage are not required to be enclosed. 7. Stairways serving outdoor facilities where all portions of the means of egress are essentially open to the outside are not required to be enclosed. 8. Exit access stairways serving stages complying with Section and are not required to be enclosed. 9. Stairways are permitted to be open between the balcony, gallery or press box and the main assembly floor in occupancies such as theaters, places of religious worship, auditoriums and sports facilities. 10. In Group I-3 occupancies, exit access stairways constructed in accordance with Section are not required to be enclosed (IFC [B] ) Construction. Where required, enclosures for exit access stairways shall be constructed in accordance with this section. Exit access stairway enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies in accordance with Section 712, or both (IFC [B] ) Materials. Exit access stairway enclosures shall be of materials permitted by the building type of construction (IFC [B] ) Fire-resistance rating. Exit access stairway enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the exit access stairway enclosures shall include any basements, but not any mezzanines. Exit access stairway enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours (IFC [B] ) Continuity. Exit access stairway enclosures shall have continuity in accordance with Section for fire barriers or Section for horizontal assemblies as applicable (IFC [B] ) Openings. Openings in an exit access stairway enclosure shall be protected in accordance with Section 715 as required for fire barriers. Doors shall be self- or automatic-closing by smoke detection in accordance with Section Page 4 of 45

5 (IFC [B] ) Prohibited openings. Openings other than those necessary for the purpose of the exit access stairway enclosure shall not be permitted in exit access stairway enclosures (IFC [B] ) Penetrations. Penetrations in an exit access stairway enclosure shall be protected in accordance with Section 713 as required for fire barriers (IFC [B] ) Prohibited penetrations. Penetrations other than those necessary for the purpose of the exit access stairway enclosure shall not be permitted in exit access stairway enclosures (IFC [B] ) Joints. Joints in an exit access stairway enclosure shall comply with Section (IFC [B] ) Ducts and air transfer openings. Penetrations of an exit access stairway enclosure by ducts and air transfer openings shall comply with Section (IFC [B] ) Exterior walls. Where exterior walls serve as a part of an exit access stairway enclosure, such walls shall comply with the requirements of Section 705 for exterior walls and the fire-resistance-rated enclosure requirements shall not apply (IFC [B] ) Stairway width. (No change to text) (Renumber subsequent sections) SECTION 1010 RAMPS (IFC [B] ) Enclosure. All interior exit ramps shall be enclosed in accordance with the applicable provisions of Section Exit access ramps shall be enclosed in accordance with the provisions of Section for enclosure of stairways. (Renumber subsequent sections) (IFC [B] ) Ramp construction. All ramps shall be built of materials consistent with the types permitted for the type of construction of the building, except that wood handrails shall be permitted for all types of construction. Ramps used as an exit shall conform to the applicable requirements of Sections through for exit enclosures. SECTION 1016 (IFC [B] 1016) EXIT ACCESS TRAVEL DISTANCE (IFC [B] ) General Travel distance limitations. Travel distance within the exit access portion of the means of egress system shall be in accordance with this section. Exits shall be so located on each story such that the maximum length of exit access travel, measured from the most remote point within a story along the natural and unobstructed path of egress travel to an exterior exit door at the level of exit discharge, an entrance to a vertical exit enclosure, an exit passageway, a horizontal exit, an exterior exit stairway or an exterior exit ramp shall not exceed the distances given in Table Travel distance in open parking garages is permitted to be measured to the closest riser of open exit stairways. 2. In outdoor facilities with open exit access components and open exterior exit stairways or exit ramps, travel distance is permitted to be measured to the closest riser of an exit stairway or the closest slope of the exit ramp. 3. In other than occupancy Groups H and I, the exit access travel distance to a maximum of 50 percent of the exits is permitted to be measured from the most remote point within a building to an exit using unenclosed exit access stairways or ramps when connecting a maximum of two stories. The two connected stories shall be provided with at least two means of egress. Such interconnected stories shall not be open to other stories. 4. In other than occupancy Groups H and I, exit access travel distance is permitted to be measured from the most remote point within a building to an exit using unenclosed exit access stairways or ramps in the first Page 5 of 45

6 and second stories above grade plane in buildings equipped throughout with an automatic sprinkler system in accordance with Section The first and second stories above grade plane shall be provided with at least two means of egress. Such interconnected stories shall not be open to other stories. 5. Where applicable, travel distance on unenclosed exit access stairways or ramps and on connecting stories shall also be included in the travel distance measurement. The measurement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stairway (IFC [B] ) Limitations. Exit access travel distance shall not exceed the values given in Table TABLE (IFC [B] TABLE ) EXIT ACCESS TRAVEL DISTANCE a (Portions of table not shown remain unchanged) (IFC [B] ) Exterior egress balcony increase. Exit access travel distances specified in Section Table shall be increased up to an additional 100 feet ( mm) provided the last portion of the exit access leading to the exit occurs on an exterior egress balcony constructed in accordance with Section The length of such balcony shall not be less than the amount of the increase taken (IFC [B] ) Measurement. Exit access travel distance shall be measured from the most remote point within a story along the natural and unobstructed path of horizontal and vertical egress travel to the entrance to an exit. 1. In open parking garages, exit access travel distance is permitted to be measured to the closest riser of an exit access stairway or the closest slope of an exit access ramp. 2. In outdoor facilities with open exit access components, exit access travel distance is permitted to be measured to the closest riser of an exit access stairway or the closest slope of an exit access ramp (IFC [B] ) Exit access stairways and ramps. Travel distance on exit access stairways or ramps shall be included in the exit access travel distance measurement. The measurement along stairways shall be made on a plane parallel and tangent to the stair tread nosings in the center of the stair and landings. The measurement along ramps shall be made on the walking surface in the center of the ramp and landings. SECTION 1021(IFC [B] 1021) NUMBER OF EXITS AND CONTINUITY EXIT CONFIGURATION (IFC [B] ) General. Each story and occupied roof shall have the minimum number of exits, or access to exits, as specified in this section. The required number of exits, or exit access stairways or ramps providing access to exits, from any story shall be maintained until arrival at grade or a public way. Exits or access to exits from any story shall be configured in accordance with this section. Each story above the second story of a building shall have a minimum of one interior or exterior exit stairway, or interior or exterior exit ramp. At each story above the second story that requires a minimum of three or more exits, or access to exits, a minimum of 50% of the required exits shall be interior or exterior exit stairways, or interior or exterior exit ramps. 1. Interior exit stairways and interior exit ramps are not required in open parking garages where the means of egress serves only the open parking garage. 2. Interior exit stairways and interior exit ramps are not required in outdoor facilities where all portions of the means of egress are essentially open to the outside (IFC [B] ) Exits from stories. All spaces within each story shall have access to the minimum number of approved independent exits as specified in Table based on the occupant load of the story. For the purposes of this chapter, occupied roofs shall be provided with exits as required for stories. 1. As modified by Section (Additional exit stairway). 2. As modified by Section Page 6 of 45

7 3. Exit access stairways and ramps that comply with Exception 3 or 4 of Section shall be permitted to provide the minimum number of approved independent exits required by Table 1021 on each story. 4. In Groups R-2 and R-3 occupancies, one means of egress is permitted within and from individual dwelling units with a maximum occupant load of 20 where the dwelling unit is equipped throughout with an automatic sprinkler system in accordance with Section or Within a story, rooms and spaces complying with Section with exits that discharge directly to the exterior at the level of exit discharge, are permitted to have one exit. The required number of exits from any story shall be maintained until arrival at grade or the public way. TABLE (IFC [B] TABLE ) MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD OCCUPANT LOAD (persons per story) MINIMUM NUMBER OF EXITS (per story) ,000 3 More than 1, (IFC [B] ) Parking structures. Parking structures shall not have less than two exits from each parking tier, except that only one exit is required where vehicles are mechanically parked. Unenclosed vehicle ramps shall not be considered as required exits unless pedestrian facilities are provided (IFC [B] ) Helistops. The means of egress from helistops shall comply with the provisions of this chapter, provided that landing areas located on buildings or structures shall have two or more exits. For landing platforms or roof areas less than 60 feet ( mm) long, or less than 2,000 square feet (186 m 2 ) in area, the second means of egress is permitted to be a fire escape, alternating tread device or ladder leading to the floor below (IFC [B] ) Number of exits Single exits. Only one exit shall be required from Group R-3 occupancy buildings or from stories of other buildings as indicated in Table Occupancies shall be permitted to have a single exit in buildings otherwise required to have more than one exit if the areas served by the single exit do not exceed the limitations of Table Mixed occupancies shall be permitted to be served by single exits provided each individual occupancy complies with the applicable requirements of Table for that occupancy. Where applicable, cumulative occupant loads from adjacent occupancies shall be considered in accordance with the provisions of Section Basements with a single exit shall not be located more than one story below grade plane. Two exits, or exit access stairways or ramps providing access to exits, from any story or occupied roof shall be provided where one of the following conditions exists: 1. The occupant load exceeds one of the values in Table The exit access travel distance exceeds that specified in Table as determined in accordance with the provisions of Section Helistop landing areas located on buildings or structures shall be provided with two exits, or exit access stairways or ramps providing access to exits. 1. Rooms, areas and spaces complying with Section with exits that discharge directly to the exterior at the level of exit discharge, are permitted to have one exit. 2. Group R-3 occupancy buildings shall be permitted to have a one exit. 3. Parking garages where vehicles are mechanically parked shall be permitted to have one exit, 4. Air traffic control towers shall be provided with the minimum number of exits specified in Section Individual dwelling units with a maximum occupant load of 20 in Group R-2 and R-3 occupancies shall be permitted to one exit. 6. Group R-3 and R-4 congregate residences shall be permitted to have one exit. Where one exit, or exit access stairway or ramp providing access to exits at other stories, is permitted to serve individual stories, mixed occupancies shall be permitted to be served by single exits provided each individual occupancy complies with the applicable requirements of Table for that occupancy. Where applicable, Page 7 of 45

8 cumulative occupant loads from adjacent occupancies shall be considered in accordance with the provisions of Section Basements with one exit shall not be located more than one story below grade plane. Page 8 of 45

9 TABLE (IFC [B] TABLE ) STORIES WITH ONE EXIT OR ACCESS TO ONE EXIT STORY OCCUPANCY MAXIMUM OCCUPANTS (OR DWELLING UNITS) PER FLOOR STORY AND MAXIMUM EXIT ACCESS TRAVEL DISTANCE First story or basement A, B b d, E c e, F b d, M, U, S b d 49 occupants and 75 feet H-2, H-3 3 occupants and 25 feet H-4, H-5, I, R 10 occupants and 75 feet S 29 occupants and 100 feet Second story B b, F, M, S a 29 occupants and 75 feet R-2 4 dwelling units and 50 feet Third story R-2 a c 4 dwelling units and 50 feet Fourth story and above NP NA NA For SI: 1 foot = 3048.mm NP Not Permitted NA Not Applicable a. For the required number of exits for parking structures, see Section b. For the required number of exits for air traffic control towers, see Section c. a. Buildings classified as Group R-2 equipped throughout with an automatic sprinkler system in accordance with Section or and provided with emergency escape and rescue openings in accordance with Section d. b. Group B, F and S occupancies in buildings equipped throughout with an automatic sprinkler system in accordance with Section shall have a maximum travel distance of 100 feet. e. c. Day care occupancies shall have a maximum occupant load of (IFC [B] ) Three or more exits. Three exits, or exit access stairways or ramps providing access to exits at other stories, shall be provided from any story or occupied roof with an occupant load of 501-1,000. Four exits, or exit access stairways or ramps providing access to exits at other stories, shall be provided from any story or occupied roof with an occupant load greater than 1, (IFC [B] ) Additional exits. In buildings over 420 feet in height, additional exits shall be provided in accordance with Section (IFC [B] ) Exit configuration continuity. Exits, or exit access stairways or ramps providing access to exits at other stories, shall be arranged in accordance with the provisions of Section through Exits shall be continuous from the point of entry into the exit to the exit discharge (IFC [B] ) Access to exits at adjacent levels. Access to exits at other levels shall be by stairways or ramps. Where access to exits occurs from adjacent building levels, the horizontal and vertical exit access travel distance to the closest exit shall not exceed that specified in Section Access to exits at other levels shall be from an adjacent story. Exception: Landing platforms or roof areas for helistops that are less than 60 feet ( mm) long, or less than 2,000 square feet (186 m 2 ) in area, shall be permitted to access the second exit by a fire escape, alternating tread device or ladder leading to the story or level below (IFC [B] ) Vehicular ramps. Vehicular ramps shall not be considered as an exit access ramp unless pedestrian facilities are provided (IFC [B] ) Exit door arrangement. Exit door arrangement shall meet the requirements of Sections through SECTION 1022 (IFC [B] 1022) EXIT ENCLOSURES INTERIOR EXIT STAIRWAYS AND RAMPS (IFC [B] ) General. Interior exit stairways and interior exit ramps serving as an exit component in a means of egress system shall comply with the requirements of this section. Interior exit stairways and ramps shall lead directly to the exterior of the building or shall be extended to the exterior of the building with an exit passageway conforming to the requirements of Section 1023, except as permitted in Section An interior exit stairway or ramp shall not be used for any purpose other than as a means of egress. Page 9 of 45

10 (IFC [B] ) Enclosures required Construction. Enclosures for interior exit stairways and interior exit ramps shall be enclosed with constructed as fire barriers in accordance with Section 707 or horizontal assemblies constructed in accordance with Section 712, or both. Interior exit stairway and ramp Exit enclosures shall have a fire-resistance rating of not less than 2 hours where connecting four stories or more and not less than 1 hour where connecting less than four stories. The number of stories connected by the interior exit stairways or ramps exit enclosure shall include any basements, but not any mezzanines. Interior exit stairways and ramps exit enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours. Exit enclosures shall lead directly to the exterior of the building or shall be extended to the exterior of the building with an exit passageway conforming to the requirements of Section 1023, except as permitted in Section An exit enclosure shall not be used for any purpose other than means of egress. Exceptions Exception: Interior exit stairways and ramps in Group I-3 occupancies in accordance with the provisions of Section In all occupancies, other than Groups H and I occupancies, a stairway is not required to be enclosed when the stairway serves an occupant load of less than 10 and the stairway complies with either Item 1.1 or 1.2. In all cases, the maximum number of connecting open stories shall not exceed two. 1.1 The stairway is open to not more than one story above its level of exit discharge; or 1.2 The stairway is open to not more than one story below its level of exit discharge. 2. Exits in buildings of Group A-5 where all portions of the means of egress are essentially open to the outside need not be enclosed. 3. Stairways serving and contained within a single residential dwelling unit or sleeping unit in Group R-1, R-2 or R-3 occupancies are not required to be enclosed. 4. Stairways in open parking structures that serve only the parking structure are not required to be enclosed. 5. Stairways in Group I-3 occupancies, as provided for in Section , are not required to be enclosed. 6. Means of egress stairways as required by Sections and are not required to be enclosed. 7. Means of egress stairways from balconies, galleries and press boxes as provided for in Section , are not required to be enclosed (IFC [B] ) Termination. Exit enclosures Interior exit stairways and ramps shall terminate at an exit discharge or a public way. Exception: An exit enclosures Interior exit stairways and ramps shall be permitted to terminate at an exit passageway complying with Section 1023, provided the exit passageway terminates at an exit discharge or a public way (IFC [B] ) Extension. Where an exit enclosures interior exit stairways and ramps are is extended to an exit discharge or a public way by an exit passageway, the exit enclosure interior exit stairway and ramp shall be separated from the exit passageway by a fire barrier constructed in accordance with Section 707 or a horizontal assembly constructed in accordance with Section 712, or both. The fire-resistance rating shall be at least equal to that required for the exit enclosure interior exit stairway and ramp. A fire door assembly complying with Section shall be installed in the fire barrier to provide a means of egress from the exit enclosure interior exit stairway and ramp to the exit passageway. Openings in the fire barrier other than the fire door assembly are prohibited. Penetrations of the fire barrier are prohibited. Exception: Penetrations of the fire barrier in accordance with Section shall be permitted (IFC [B] ) Openings and penetrations. Exit enclosure Interior exit stairway and ramp opening protectives shall be in accordance with the requirements of Section 715. Openings in exit enclosures interior exit stairways and ramps other than unprotected exterior openings shall be limited to those necessary for exit access to the enclosure from normally occupied spaces and for egress from the enclosure. Elevators shall not open into an exit enclosures Interior exit stairways and ramps (IFC [B] ) Penetrations. Penetrations into and openings through an exit enclosure Interior exit stairways and ramps are prohibited except for required exit doors, equipment and ductwork necessary for independent ventilation or pressurization, sprinkler piping, standpipes, electrical raceway for fire department Page 10 of 45

11 communication systems and electrical raceway serving the exit enclosure interior exit stairway and ramp and terminating at a steel box not exceeding 16 square inches (0.010 m 2 ). Such penetrations shall be protected in accordance with Section 713. There shall be no penetrations or communication openings, whether protected or not, between adjacent exit enclosures interior exit stairways and ramps (IFC [B] ) Ventilation. Equipment and ductwork for exit enclosure interior exit stairway and ramp ventilation as permitted by Section shall comply with one of the following items: 1. Such equipment and ductwork shall be located exterior to the building and shall be directly connected to the exit enclosure interior exit stairway and ramp by ductwork enclosed in construction as required for shafts. 2. Where such equipment and ductwork is located within the exit enclosure interior exit stairway and ramp, the intake air shall be taken directly from the outdoors and the exhaust air shall be discharged directly to the outdoors, or such air shall be conveyed through ducts enclosed in construction as required for shafts. 3. Where located within the building, such equipment and ductwork shall be separated from the remainder of the building, including other mechanical equipment, with construction as required for shafts. In each case, openings into the fire-resistance-rated construction shall be limited to those needed for maintenance and operation and shall be protected by opening protectives in accordance with Section 715 for shaft enclosures. The Exit enclosure interior exit stairway and ramp ventilation systems shall be independent of other building ventilation systems (IFC [B] ) Exit enclosure Interior exit stairway and ramp exterior walls. Exterior walls of the an exit enclosure interior exit stairway and ramp shall comply with the requirements of Section 705 for exterior walls. Where nonrated walls or unprotected openings enclose the exterior of the stairway and the walls or openings are exposed by other parts of the building at an angle of less than 180 degrees (3.14 rad), the building exterior walls within 10 feet (3048 mm) horizontally of a nonrated wall or unprotected opening shall have a fire-resistance rating of not less than 1 hour. Openings within such exterior walls shall be protected by opening protectives having a fire protection rating of not less than ¾ hour. This construction shall extend vertically from the ground to a point 10 feet (3048 mm) above the topmost landing of the stairway or to the roof line, whichever is lower (IFC [B] ) Discharge identification. A stairway in an exit enclosure An interior exit stairway and ramp shall not continue below its level of exit discharge unless an approved barrier is provided at the level of exit discharge to prevent persons from unintentionally continuing into levels below. Directional exit signs shall be provided as specified in Section (IFC [B] ) Floor identification signs. A sign shall be provided at each floor landing in exit enclosures an interior exit stairway and ramp connecting more than three stories designating the floor level, the terminus of the top and bottom of the exit enclosure interior exit stairway and ramp and the identification of the stair or ramp. The signage shall also state the story of, and the direction to, the exit discharge and the availability of roof access from the enclosure interior exit stairway and ramp for the fire department. The sign shall be located 5 feet (1524 mm) above the floor landing in a position that is readily visible when the doors are in the open and closed positions. Floor level identification signs in tactile characters complying with ICC A117.1 shall be located at each floor level landing adjacent to the door leading from the enclosure interior exit stairway and ramp into the corridor to identify the floor level (IFC [B] ) Signage requirements. Stairway identification signs shall comply with all of the following requirements: 1. The signs shall be a minimum size of 18 inches (457 mm) by 12 inches (305 mm). 2. The letters designating the identification of the stair enclosure interior exit stairway and ramp shall be a minimum of 11/2 inches (38 mm) in height. 3. The number designating the floor level shall be a minimum of 5 inches (127 mm) in height and located in the center of the sign. 4. All other lettering and numbers shall be a minimum of 1 inch (25 mm) in height. 5. Characters and their background shall have a nonglare finish. Characters shall contrast with their background, with either light characters on a dark background or dark characters on a light background. 6. When signs required by Section are installed in interior exit enclosures the interior exit stairways and ramps of buildings subject to Section 1024, the signs shall be made of the same materials as required by Section (IFC [B] ) Smokeproof enclosures and pressurized stairways and ramps. In buildings required to comply with Section 403 or 405, each of the exit enclosures interior exit stairways and ramps serving a story with a floor surface located more than 75 feet ( mm) above the lowest level of fire department vehicle access or more than 30 feet (9144 mm) below the finished floor of a level of exit discharge serving such stories shall be a smokeproof enclosure or pressurized stairway or ramp in accordance with Section Page 11 of 45

12 SECTION 403 HIGH-RISE BUILDINGS Structural integrity of interior exit stairways exit enclosures and elevator hoistway enclosures. For high-rise buildings of occupancy category III or IV in accordance with Section , and for all buildings that are more than 420 feet ( mm) in building height, enclosures for interior exit stairways exit enclosures and elevator hoistway enclosures shall comply with Sections through Wall assembly. The wall assemblies making up the enclosures for interior exit stairways exit enclosures and elevator hoistway enclosures shall meet or exceed Soft Body Impact Classification Level 2 as measured by the test method described in ASTM C 1629/C 1629M Wall assembly materials. The face of the wall assemblies making up the enclosures for interior exit stairways exit enclosures and elevator hoistway enclosures that are not exposed to the interior of the enclosures for interior exit stairways exit enclosures or elevator hoistway enclosure shall be constructed in accordance with one of the following methods: 1. The wall assembly shall incorporate not less than two layers of impact-resistant construction board each of which meets or exceeds Hard Body Impact Classification Level 2 as measured by the test method described in ASTM C 1629/C 1629M. 2. The wall assembly shall incorporate not less than one layer of impact-resistant construction material that meets or exceeds Hard Body Impact Classification Level 3 as measured by the test method described in ASTM C 1629/C 1629M. 3. The wall assembly incorporates multiple layers of any material, tested in tandem, that meet or exceed Hard Body Impact Classification Level 3 as measured by the test method described in ASTM C 1629/C 1629M Remoteness of interior exit stairways enclosures. The Required interior exit stairway stairways enclosures shall be separated by a distance not less than 30 feet (9144 mm) or not less than one-fourth of the length of the maximum overall diagonal dimension of the building or area to be served, whichever is less. The distance shall be measured in a straight line between the nearest points of the exit stairway enclosures interior exit stairways. In buildings with three or more interior exit stairway enclosures, at least two of the interior exit stairway enclosures shall comply with this section. Interlocking or scissor stairs shall be counted as one interior exit stairway Smokeproof exit enclosures. Every required exit stairway serving floors more than 75 feet ( mm) above the lowest level of fire department vehicle access shall comply with Sections and SECTION 408 GROUP I Interior exit stairway and ramp construction enclosures. One of the required interior exit stairway or ramp exit enclosures in each building shall be permitted to have glazing installed in doors and interior walls at each landing level providing access to the enclosure interior exit stairway or ramp, provided that the following conditions are met: 1. The interior exit stairway or ramp exit enclosures shall not serve more than four floor levels. 2. Exit doors shall not be less than 3/4-hour fire door assemblies complying with Section The total area of glazing at each floor level shall not exceed 5,000 square inches (3m 2 ) and individual panels of glazing shall not exceed 1,296 square inches (0.84 m 2 ). 4. The glazing shall be protected on both sides by an automatic sprinkler system. The sprinkler system shall be designed to wet completely the entire surface of any glazing affected by fire when actuated. 5. The glazing shall be in a gasketed frame and installed in such a manner that the framing system will deflect without breaking (loading) the glass before the sprinkler system operates. 6. Obstructions, such as curtain rods, drapery traverse rods, curtains, drapes or similar materials shall not be installed between the automatic sprinklers and the glazing. Page 12 of 45

13 SECTION 410 STAGES AND PLATFORMS Stairway and ramp enclosure. Exit access stairways and ramps serving the stage are not required to be enclosed. Exit access stairways serving the lighting and access catwalks, galleries and gridirons are not required to be enclosed. SECTION 705 EXTERIOR WALLS Projections. Cornices, eave overhangs, exterior balconies and similar projections extending beyond the exterior wall shall conform to the requirements of this section and Section Exterior egress balconies and exterior exit stairways and ramps shall also comply with Sections 1019 and 1026, respectively. Projections shall not extend beyond the distance determined by the following three methods, whichever results in the lesser projection: 1. A point one-third the distance from the exterior face of the wall to the lot line where protected openings or a combination of protected and unprotected openings are required in the exterior wall. 2. A point one-half the distance from the exterior face of the wall to the lot line where all openings in the exterior wall are permitted to be unprotected or the building is equipped throughout with an automatic sprinkler system installed under the provisions of Section More than 12 inches (305 mm) into areas where openings are prohibited. Buildings on the same lot and considered as portions of one building in accordance with Section are not required to comply with this section. SECTION 707 FIRE BARRIERS Interior exit stairway and ramp construction enclosures. The fire-resistance rating of the fire barrier separating building areas from an interior exit stairway or ramp shall comply with Section Enclosures for exit access stairways. The fire-resistance rating of the fire barrier separating building areas from an exit access stairway or ramp shall comply with Section Exterior walls. Where exterior walls serve as a part of a required fire-resistance-rated shaft or stairway or ramp exit enclosure, or separation, such walls shall comply with the requirements of Section 705 for exterior walls and the fire-resistance-rated enclosure or separation requirements shall not apply. Exception: Exterior walls required to be fire-resistance rated in accordance with Section 1019 for exterior egress balconies, Section for interior exit stairways and ramps enclosures and Section for exterior exit stairways and ramps and stairways Supporting construction. The supporting construction for fire barriers shall be protected to afford the required fire-resistance rating of the fire barrier supported. Hollow vertical spaces within a fire barrier shall be fireblocked in accordance with Section at every floor level. 1. The maximum required fire-resistance rating for assemblies supporting fire barriers separating tank storage as provided in Section shall be 2 hours, but not less than required by Table 601 for the building construction type. 2. Shaft enclosures shall be permitted to terminate at a top enclosure complying with Section Supporting construction for 1-hour fire barriers required by Table in buildings of Type IIB, IIIB and VB construction is not required to be fire-resistance rated unless required by other sections of this code. 4. Interior exit stairway and ramp enclosures required by Section and exit access stairway and ramp enclosures required by Section shall be permitted to terminate at a top enclosure complying with Section Openings. Openings in a fire barrier shall be protected in accordance with Section 715. Openings shall be limited to a maximum aggregate width of 25 percent of the length of the wall, and the maximum area of any single opening shall not exceed 156 square feet (15 m 2 ). Openings in enclosures for exit access stairways and ramps, interior exit stairways and ramps exit enclosures and exit passageways shall also comply with Sections and , respectively. Page 13 of 45

14 1. Openings shall not be limited to 156 square feet (15 m 2 ) where adjoining floor areas are equipped throughout with an automatic sprinkler system in accordance with Section Openings shall not be limited to 156 square feet (15 m 2 ) or an aggregate width of 25 percent of the length of the wall where the opening protective is a fire door serving an enclosures for exit access stairways, exit access ramps, interior exit stairways and interior exit ramps exit enclosures. 3. Openings shall not be limited to 156 square feet (15 m 2 ) or an aggregate width of 25 percent of the length of the wall where the opening protective has been tested in accordance with ASTME 119 orul263 and has a minimum fire-resistance rating not less than the fire-resistance rating of the wall. 4. Fire window assemblies permitted in atrium separation walls shall not be limited to a maximum aggregate width of 25 percent of the length of the wall. 5. Openings shall not be limited to 156 square feet (15 m 2 ) or an aggregate width of 25 percent of the length of the wall where the opening protective is a fire door assembly in a fire barrier separating an enclosures for exit access stairways, exit access ramps, interior exit stairways and interior exit ramps exit enclosures from an exit passageway in accordance with Section Prohibited penetrations. Penetrations into an enclosures for exit access stairways, exit access ramps, interior exit stairways, interior exit ramps exit enclosures or an exit passageway shall be allowed only when permitted by Section , or , respectively. SECTION 708 SHAFT ENCLOSURES General. The provisions of this section shall apply to shafts required to protect openings and penetrations through floor/ceiling and roof/ceiling assemblies. Exit access stairways and exit access ramps shall be protected in accordance with the applicable provisions of Section Interior exit stairways and interior exit ramps shall be protected in accordance with the requirements of Section Shaft enclosures shall be constructed as fire barriers in accordance with Section 707 or horizontal assemblies in accordance with Section 712, or both Shaft enclosure required. Openings through a floor/ceiling assembly shall be protected by a shaft enclosure complying with this section. 1. A shaft enclosure is not required for openings totally within an individual residential dwelling unit and connecting four stories or less. 2. A shaft enclosure is not required in a building equipped throughout with an automatic sprinkler system in accordance with Section for an escalator opening or stairway that is not a portion of the means of egress protected according to Item 2.1 or Where the area of the floor opening between stories does not exceed twice the horizontal projected area of the escalator or stairway and the opening is protected by a draft curtain and closely spaced sprinklers in accordance with NFPA 13. In other than Groups B and M, this application is limited to openings that do not connect more than four stories Where the opening is protected by approved power-operated automatic shutters at every penetrated floor. The shutters shall be of noncombustible construction and have a fireresistance rating of not less than 1.5 hours. The shutter shall be so constructed as to close immediately upon the actuation of a smoke detector installed in accordance with Section and shall completely shut off the well opening. Escalators shall cease operation when the shutter begins to close. The shutter shall operate at a speed of not more than 30 feet per minute (152.4 mm/s) and shall be equipped with a sensitive leading edge to arrest its progress where in contact with any obstacle, and to continue its progress on release there from. 3. A shaft enclosure is not required for penetrations by pipe, tube, conduit, wire, cable and vents protected in accordance with Section A shaft enclosure is not required for penetrations by ducts protected in accordance with Section Grease ducts shall be protected in accordance with the International Mechanical Code. 5. In other than Group H occupancies, a shaft enclosure is not required for floor openings complying with the provisions for atriums in Section A shaft enclosure is not required for approved masonry chimneys where annular space is fireblocked at each floor level in accordance with Section In other than Groups I-2 and I-3, a shaft enclosure is not required for a floor opening or an air transfer opening that complies with the following: 7.1. Does not connect more than two stories Is not part of the required means of egress system Is not concealed within the construction of a wall or a floor/ceiling assembly Is not open to a corridor in Group I and R occupancies Is not open to a corridor on nonsprinklered floors in any occupancy. Page 14 of 45

VERTICAL OPENINGS STUDY GROUP REPORT TO CTC MEETNG CHICAGO, IL JUNE 28-29, 2012 PUBLIC COMMENTS CTC Code Change Proposal FS50-12 was Approved as Modified as shown below - No public comments for the Group

CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated

Comparison of the life safety elements of the 1997 UBC and the IBC 2000. Introduction The Building Performance Research Institute s mission is primarily one of education on building safety and performance.

WON-DOOR CORPORATION Won-Door FireGuard Applications A Code Analysis WON-DOOR CORPORATION Won-Door FireGuard Applications A Code Analysis THE INTERNATIONAL BUILDING CODE is widely recognized in the United

CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated

CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated

Applying the Building Code During Design A Step-By-Step Process AIA Learning Units The Salt Lake City CSI Chapter is a Registered Provider with The American Institute of Architects Continuing Education

What is a Won-Door FireGuard Door?. A horizontal sliding accordion fire door that meets all IBC requirements for use in a means of egress and has fire ratings up to 3 hours. A Reference Guide to special

RESIDENTIAL BUILDING REQUIREMENTS Residential Building Requirements This is an informational booklet with some of the general residential construction requirements taken from the codes adopted by Campbell

Know Thy Codes! The Building Codes Building Codes The Code of Hammurabi 4000bc Developed 19 th and 20 th c. Codes define what you can and can t do Allowable area and height based on degree of danger Fire

Draft curtains are typically used in warehouses, aircraft hangars and large industrial plants to contain or channel smoke that rises to the ceiling in a fire. They can keep the smoke from rolling across

2012 IBC Assembly Means of Egress Based on the 2012 International Building Code Overview This seminar deals with those means of egress provisions of the IBC that are intended to address the concerns related

Following are the NMHC/NAA Recommendations for the ICC Online Consensus Voting which opens on February 8 th, 2016: These recommendations are only for those issues that are of concern to the multifamily

CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL 801.1 Scope. Provisions of this chapter shall govern the use of materials used as interior finishes, trim and decorative materials. 801.2 Interior wall and

To aid in communication between yourself, the inspectors, and the plans examiners, we have prepared this sample plan to assist in the preparations of your plan for window and door replacement. Follow the

CHPTER GENERL BUILDING HEIGHT ND RE ECTION 0 GENERL 0. cope. The provisions of this chapter control the height and area of structures hereafter erected and additions to existing structures. [F] 0. ddress

HOOD AND DUCT SYSTEMS FOR COMMERCIAL KITCHENS POLICY STATEMENT This policy applies to NEW Hood and Duct systems. The Authority Having Jurisdiction will not waive major criteria in the applicable standards

01/25/08 STAIRWAYS, HANDRAILS, AND GUARDRAILS (RESIDENTIAL) City of Austin International Residential Code: 500 Fourth Avenue NE R314.1 Width. Stairways shall not be less than 36 in clear width at all points

CHAPTER 8 INTERIOR FINISHES SECTION 801 GENERAL 801.1 Scope. Provisions of this chapter shall govern the use of materials used as interior finishes, trim and decorative materials. 801.2 Interior wall and

City of Des Moines Permit and Development Center 602 Robert D Ray Drive Des Moines, IA 50309 Phone: 515-283-4200 Fax: 515-283-4270 This Code Analysis Form must be completed and returned with the Building

CHPTER GENERL BUILDING HEIGHT ND RE ECTION 0 GENERL 0. cope. The provisions of this chapter control the height and area of structures hereafter erected and additions to existing structures. [F] 0. ddress

Section 1 OBC 3.8.2.2 4.3.12/13 Access to Parking Areas A barrier-free path of travel is provided from: a) the entrance to the exterior parking area b) at least one parking level where a passenger elevator

Based on the 2018 International Building Code, (IBC ) The International Building Code (IBC ), establishes minimum regulations for building safety. This handout will identify important changes in the IBC

CHAPTER 8 CHANGE OF OCCUPANCY SECTION 801 GENERAL 801.1 Rehabilitation with no change of occupancy classification. Any rehabilitation work undertaken in connection with a change of use that does not involve

CHAPTER 6 TYPES OF CONSTRUCTION SECTION 61 GENERAL 61.1 Scope. The provisions of this chapter shall control the classification of buildings as to type of construction. SECTION 62 CONSTRUCTION CLASSIFICATION

Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings

LINCOLN COUNTY REQUIRED INSPECTIONS (Last updated August 23, 2017) It is the responsibility of the permit applicant to notify the building inspector when the work is ready for inspection. To request an

Code Review for Theaters and Props I. INTRODUCTION Fire- and Life-Safety Group (FLS) This document was prepared to list the requirements for theaters and props. These requirements are based on the 2007

Pre-Inspection Checklist INTRODUCTION: This pre-inspection checklist has been produced to assist you in preparing for a Continuing Certificate of Occupancy (CCO) inspection. The inspection criteria and

2018 The purpose for the display rules and height restrictions is to provide visibility to all exhibitors. At the same time, these regulations should maintain the inherent benefits of differing exhibit

STATE UNIVERSITY CONSTRUCTION FUND The following checklist show the general items required by the Agreement and the Program Directives. Unless included in the lump sum fee or the Schedule B of the Consultant

One and Two Family Additions An addition to a house, duplex, garage, or an accessory structure requires a building permit prior to performing any construction. Building Department & Permit Office Mon-Fri

Building Regulations; Construction 11 b. Ceilings or roofs shall have a minimum of an "R" factor of 12; and c. Where the roof serves also as the finished ceiling a vent space of two inches shall be required

Stairs have many potential violations this Newsletter is Part 1 of two parts. Violation 1 : Risers do not meet requirements: riser heights too high/low; too much variation between riser heights; risers

INTRODUCTION INSTRUCTIONS - READ ME FIRST BEFORE THE COURSE STARTS, WORK ON YOUR OWN AND COMPLETE ALL OF THE EXERCISES. If you come unprepared, you will have a difficult time to keep up with the pace of

2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Address:

WoodWorks Fire Protection II Requirements for rated assemblies and common detailing Scott Lockyear, PE Learning Objective Discuss the type of rated assembly requirements in the International Building Code.

Albemarle County, Virginia Typical Finished Basement Details Based on the 2012 Virginia Residential Code Finished basements must be constructed in conformance with these details. For requirements, details

SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.

A. Amend the following definitions in 381-2 (Definitions and word usage) in Chapter 381 (Zoning) of the Larchmont Village code, as follows. CORNER LOT A lot at the junction of and abutting having its front

1 PLAN INFORMATION Residential plans must be legible and capable of digital scanning. All sheets shall be the same size and distinctly labeled with a sheet title and number. The minimum dimension of the